20208 Drawings.pdf

INDEX OF SHEETS

SHEET NAMENUMBER

CVR COVER SHEET

D1 DEMOLITION PLAN AND SECTIONS

S1 FOUNDATION AND FRAMING PLANS

S2 FRAMING SECTIONS AND DETAILS

S3 FRAMING SECTIONS AND DETAILS

C1 LANTERN WHEEL/CHANNEL GATE DETAIL SHEET

C2 DROP BOX GATE DETAIL SHEET

P L U R I B U

E S U N U M

C I R C U M S P I C E

SI QU EREI S P E N I NSULAM AMOENAM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

FILE NO.

751/20208.ABG

INDEX NO. CONTRACT NO.

0.5"0.0" 1.0" 2.0"1.5"

SHEET No.

JOB No.DRAWN BY

DESIGNED BY

APPROVED BY

PROJECT DESCRIPTION

SHEET DESCRIPTION

(989) 894-4300

714 East Midland Street

Bay City, Michigan 48706 www.macmillanassociates.com

CONSULTING ENGINEERS

MacMILLAN ASSOCIATES

Since 1963

HISTORIC MILL CREEK SAWMILL

RENOVATIONS

MACKINAC STATE HISTORIC PARKS

MACKINAW CITY, MICHIGAN

C

U s e rs

\s h o c k m a n \D o c u m e n ts

\2 -0

H is to ri c M ill C re e k S a w

M ill

S tr u c t v s h o c k m a n H

N D

U R

.r v t

/5

/2

:2 :3

P

M 2022-01079SAH

CVR

COVER SHEET

BM

JAG

ISOMETRIC

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET/

DEPARTMENT OF NATURAL RESOURCES

MACKINAC STATE HISTORIC PARK

HISTORIC MILL CREEK

MACKINAW CITY, MICHIGAN

FILE NO. 751/20208.ABG

ALAN GOSCHKA, AIA, PROJECT DIRECTOR

KEN DAO, FIELD REPRESENTATIVE

ROB STRITTMATTER, PARK AND RECREATIO MANAGER

MACMILLAN ASSOCIATES, INC

714 EAST MIDLAND STREET, BAY CITY, MI 48706

PHONE: 989.894.4300

WWW.MACMILLANASSOCIATES.COM

ROWE, INC

540 S. SAGINAW STREET, SUITE 200, FLINT, MI 48502

PHONE: 810.341.7500

WWW.ROWEPSC.COM

OVERALL ISOMETRIC

CONTACT LIST:

DTMB:

STRUCTURAL ENGINEER:

CIVIL ENGINEER:

REV. DESCRIPTION BY DATE

ISSUED FOR BIDS MAI 09-06-24

GENERAL

1. VERIFY DIMENSIONS BEFORE COMMENCING WORK. REPORT DISCREPANCIES TO

THE ENGINEER.

2. ALL WORK SHALL CONFORM TO MICHIGAN BUILDING CODE 2015.

3. SPECIAL INSPECTIONS:

a. SPECIAL INSPECTIONS SHALL BE IN ACCORDANCE WITH THE MICHIGAN BUILDING

CODE 2015 SECTION 1700.

b. THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL INSPECTIONS:

1. PREPARED FILL.

2. CONCRETE CONSTRUCTION.

FOUNDATION NOTES

1. FOUNDATIONS ARE DESIGNED BASED ON SOIL BEARING OF 2000 PSF. IF SOIL OF

THIS CAPACITY IS NOT FOUND AT THE ELEVATION NOTED, ENLARGE OR LOWER

FOOTINGS AT THE DIRECTION OF THE ARCHITECT/ENGINEER.

2. PLACE STRUCTURAL BACKFILL MEETING OR EXCEEDING MDOT CLASS II IN LAYERS

NOT EXCEEDING 9” LOOSE THICKNESS. COMPACT EACH LAYER TO AT LEAST 95% OF

THE MAXIMUM DENSITY PER ASTM D-1557. COMPACTING BY FLOODING IS NOT

PERMITTED.

3. EARTH FORMS ARE NOT PERMITTED UNLESS SPECIFICALLY NOTED.

4. DISTURBANCE OF THE FOUNDATION BEARING SOILS SHALL BE AVOIDED.

CONCRETE NOTES

1. ACI BUILDING CODE (318); MANUAL OF STANDARD PRACTICE FOR DETAILING (315)

FOR THE MIXING, FABRICATION AND PLACEMENT OF CONCRETE, REINFORCING

STEEL, AND ACCESSORIES.

2. CONCRETE STRENGTH - (STANDARD) WEIGHT CONCRETE:

FOOTINGS, WALLS: F'C = 4500 MINIMUM PSI

3. REINFORCING - BARS: ASTM A-615 GRADE 60

4. CONTRACTOR SHALL INCLUDE C-500 XYPEX CONCRETE ADMIXTURE IN ALL

CONCRETE.

5. FORM ALL CONCRETE.

6. EXPOSED EDGES OF CONCRETE BEAMS, COLUMNS, ETC. SHALL BE

CHAMFERED 3/4”.

7. PROVIDE CORNER BARS FOR ALL CONTIGUOUS CORNERS.

8. CONTINUOUS DOVETAIL ANCHORS FOR BRICK ANCHORAGE SHALL BE 1” DEEP

MAXIMUM.

9. WATER/CEMENT RATIO LIMITS:

F'C = 4500 PSI 0.4 AIR-ENTRAINED

10. SLUMP LIMITS:

3” FOR FOUNDATIONS, 4” FOR SLABS AND WALLS

11. PROVIDE AIR ENTRAINED CONCRETE FOR EXTERIOR EXPOSURES.

12. CONCRETE SHALL HAVE CURED TO GAIN 75% OF DESIGN CONCRETE STRENGTH

BEFORE APPLYING ANY LOADS.

WOOD FRAMING

1. DIMENSIONAL FRAMING MATERIAL SHALL BEAR THE GRADE MARK OF AN ALSC

APPROVED AGENCY, KILN DRIED, AND HAVE THE FOLLOWING MINIMUM STRESS

GRADE:

2x4 STUD WALLS: SPRUCE-PINE-FIR, CONSTRUCTION GRADE OR BETTER.

2x6 AND LARGER: SOUTHERN PINE #2 OR BETTER 10x10 TIMBER: DOUGLAS FIR #1 OR BETTER

2. ALL WOOD SHALL BE PRESSURE TREATED TO: USE CATEGORY UC4B.

PLYWOOD SHEATHING

1. PLYWOOD FOR SLUICEWAY SHALL BE 1/2” THICK APA RATED SHEATHING,

(EXTERIOR GRADE).

2. SHEATHING FASTENED WITH 8D COMMON NAILS AT 6” O.C. AT PANEL EDGES

AND INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE.

BEDROCK ANCHORS

1. 1" DIAMETER R1H HOLLOW CORE "SPIN-LOCK" CONCRETE ANCHOR BY WILLIAMS

FORM ENGINEERING CORP AT VERT REINF (GRAND RAPIDS, MI 616-452-3107) OR

APPROVED EQUAL. PROVIDE MATCHING BEARING PLATE, WASHER, NUT, GROUT

TUBES, SPLICE COUPLING, ETC AND INSTALL PER MANUFACTURER'S

INSTRUCTIONS. TENSION / TEST TO 25 KIP FORCE EACH ANCHOR AND LOCK WITH

NUT. FULLY GROUT PER MANUFACTURER'S INSTRUCTIONS.

SLUICEWAY MEMBRANE

1. DURO-LAST - DURO-TUFF 60 MIL THICKNESS, COLOR MIDNIGHT BRONZE.

2. DURO-TUFF MEMBRANE SHALL BE FULLY ADHERED.

3. INSTALL PER DURO LAST REQUIREMENTS AND BY AN AUTHORIZED DURO-LAST

CONTRACTOR.

1 2

A

B

C

D

E

B.9

DEMO EXISTING TIMBER FRAMED

DROP BOX. SALVAGE TIMBER FOR

CLADDING OF NEW CONCRETE

DROP BOX

DEMO EXISTING HORIZONTAL

DROP BOX GATE

DEMO EXISTING CHANNEL GATE

REMOVE AND SALVAGE

EXISTING FLUTTER WHEEL

DEMO EXISTING BALL

VALVE AND OPERATOR

DEMO EXISTING DROP BOX

FOUNDATIONS AND EXCAVATE

TO EXISTING BEDROCK OR 3'-6"

DOWN BELOW EXISTING GRADE

SHORE SLUICEWAY AS

REQUIRED

EXIS

TIN

G

TIM

BE

R

C O

LU

M N

1' - 5 1/2" 8' - 0 3/4"

/2

/2

2' - 11 1/2"

REMOVE AND SALVAGE

EXISTING FLUTTER WHEEL

BEARINGS

EXISTING COLUMN

PIER, TYP

LANTERN WHEEL

(TO REMAIN)

EXISTING SLUICEWAY

FRAMING (TO REMAIN)

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

D1

D1

ABOVE 1

EXISTING SLUICEWAY

X-BRACE FRAME

EXISTING SLUICEWAY

X-BRACE FRAME

EXISTING SLUICEWAY

X-BRACE FRAME

DEMO EXISTING TIMBER

FRAMED DROP BOX

DEMO EXISTING DROP BOX

FOUNDATION

REMOVE AND REINSTALL

EXISTING FLUTTER WHEEL

86' - 6 1/2"

100' - 0"

93' - 9"

EXISTING FLOOR BEAM

(TO REMAIN)

EXISTING TIMBER

FLOOR FRAMING

(TO REMAIN)

EXISTING FLOOR BEAM

(TO REMAIN)

EXISTING 4X4 FRAMING

(TO REMAIN)

REMOVE EXISTING

SLIDE GATE

T.O. FOOTING

B.O. SLUICEWAY

FIN FLR

89' - 4"

B.O. EXISTING

DROPBOX

EXISTING 2X12 TONGUE

AND GROOVE FRAMING

(TO REMAIN)

98' - 9"

T.O. DROP BOX

EXISTING SLUICEWAY

WALL BEYOND

(TO REMAIN)

EXISTING BEDROCK

REMOVE AND REPLACE

RIP RAP STONE AS

REQUIRED 87' - 10"

CENTERLINE OF EXISTING

FLUTTER WHEEL

SHORE BOTTOM OF

SLUICEWAY AS REQUIRED

100' - 0"

87' - 4"

86' - 6 1/2"

EXISTING 2x12 TONGUE

AND GROOVE FRAMING

(TO BE REMOVED)

EXISTING TIMBER POST

(TO BE REMOVED)

EXISTING FLUTTER WHEEL

(TO BE REMOVED AND

REINSTALLED)

EXISTING PILLOW BEARING

(TO BE REMOVED AND

REINSTALLED)

EXISTING TIMBER FRAMING

(TO BE REMOVED)

EXISTING FOUNDATION

(TO BE REMOVED)

EXISTING TIMBER

COLUMN (TO REMAIN)

EXISTING TIMBER

COLUMN (TO REMAIN)

EXISTING 2x12's, SEE

PLAN (TO REMAIN)

EXISTING TIMBER

FLOOR FRAMING

(TO REMAIN)

EXISTING KNEE BRACE

(TO REMAIN)

EXISTING CONCRETE

PIER (TO REMAIN)

4' - 0 1/2"3' - 3 3/4"

EXISTING CONCRETE

PIER (TO REMAIN)

EXISTING 2x12

TONGUE AND GROOVE

BOTTOM OF FRAMING

BEYOND (TO REMAIN)

EXISTING KNEE BRACE

(TO REMAIN)

FIN FLR

T.O. EX PIER

EXISTING POST

(TO REMAIN)

88' - 10 1/8"

T.O. FOOTING

FIN FLR

B.O. EXISTING

DROPBOX

89' - 4"

EXISTING BEDROCK

P L U R I B U

E S U N U M

C I R C U M S P I C E

SI QU EREI S P E N I NSULAM AMOENAM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

FILE NO.

751/20208.ABG

INDEX NO. CONTRACT NO.

0.5"0.0" 1.0" 2.0"1.5"

SHEET No.

JOB No.DRAWN BY

DESIGNED BY

APPROVED BY

PROJECT DESCRIPTION

SHEET DESCRIPTION

(989) 894-4300

714 East Midland Street

Bay City, Michigan 48706 www.macmillanassociates.com

CONSULTING ENGINEERS

MacMILLAN ASSOCIATES

Since 1963

HISTORIC MILL CREEK SAWMILL

RENOVATIONS

MACKINAC STATE HISTORIC PARKS

MACKINAW CITY, MICHIGAN

C

U s e rs

\s h o c k m a n \D o c u m e n ts

\2 -0

H is to ri c M ill C re e k S a w

M ill

S tr u c t v s h o c k m a n H

N D

U R

.r v t

/5

/2

:2 :3

P

M 2022-01079SAH

D1

DEMOLITION PLAN AND

SECTIONS

BM

JAG

NORTH

1/4" = 1'-0"

DEMOLITION PLAN

1/2" = 1'-0"D1

1 SOUTH DROP BOX DEMOLITION SECTION

1/2" = 1'-0"D1

2 NORTH DROP BOX DEMOLITION ELEVATION

REV. DESCRIPTION BY DATE

ISSUED FOR BIDS MAI 09-06-24

KEYED NOTES

REMOVE AND REPLACE EXISTING EXTERIOR

FLOOR FRAMING BEAM.

REMOVE AND REPLACE EXISTING 4x4 X-BRACING.

1 2

A

B

C

D

E

(REF)

13' - 3"

(R E

F

(R E

F

(R E

F

(R E

F

(R E

F

EXISTING FLUTTER

WHEEL

EXISTING SLUICEWAY

EXISTING LANTERN

WHEEL

EXIS

LU

M

N

EXIS

LU

M

N

EXIS

LU

M

N

EXIS

LU

M

N

EXIS

LU

M

N

EXIS

LU

M

N

B.9

EXIS

LU

M

N

EXIS

LU

M

N

EXIS

LU

M

N

S3

EXISTING SLUICEWAY

X-BRACE FRAME

EXISTING SLUICEWAY

X-BRACE FRAME

EXISTING SLUICEWAY

X-BRACE FRAME

EXISTING SLUICEWAY

X-BRACE FRAME

TYP

EXIS

LU

M

N

S2

S2

S2

12" REINFORCED

CONCRETE DROP

BOX

REPLACE BALL VALVE

AND OPERATOR, SEE

CIVIL DRAWINGS

48" W x 12" H SLIDE GATE

WITH HANDWHEEL

OPERATOR, SEE CIVIL

DRAWINGS

24" H x 30" W SLIDE GATE, SEE CIVIL DRAWINGS

STEEL GRATE (BEYOND)

TO REMAIN

DAMN LOCATION

(BEYOND)

INSTALL 1/2" EXTERIOR

GRADE PLYWOOD FOR A

LINER FOR THE SLUICEWAY,

SEE DETAIL 4/S2

INSTALL A 60 MIL EDPM

LINER FULL LENGTH OF

SLUICEWAY

(VIF)

3' - 2 1/2"

(V

IF

V A

R

IE

S

(VIF)

3' - 2 1/2"

(VIF)

2' - 10 1/2"

NEW PIPE, SEE

CIVIL DRAWINGS

PROVIDE 4X4 POST AT

GATE LOCATION FOR

GATE CONNECTION

SHORE EXISTING

SLUICEWAY FRAMING

AS REQUIRED

S2

S2

6X6 WOOD

POST (TYP)

ADD 2X8 ATTACHED TO

EXISTING TIMBER COLUMN

WITH SIMPSON STRONG TIE

SDWS TIMBER SCREW x6" AT

2'-0" OC FOR ATTACHMENT

OF SLUICEWAY FRAMING

REINFORCEMENT AT THIS

CORNER WITH (2) 16d NAILS

PER 2X12 T&G

S3

2X4 FURRING STRIP

ALIGNED WITH 6X6

POST, TYP

NEW GATE ACTUATOR

ENCLOSURE

EXTEND 12 VOLT

POWER FROM EXISTING

BATTERY TO ACTUATOR

WITHIN A 1" CONDUIT

EXISTING BATTERY

BOX ABOVE ON MAIN

FLOOR

4X4 TIE

4X4 TIE

EXISTING 4x4 TIE

1 2

A

B

C

D

E

B.9

(REF)

13' - 3"

(R E

F

(R E

F

(R E

F

(R E

F

(R E

F

EX TIMBER BEAM

EX TIMBER BEAM

EX TIMBER BEAM

EX TIMBER BEAM

EX TIMBER BEAM

EX TIMBER BEAM

EX TIMBER BEAM

EX TIMBER BEAM

EX TIMBER BEAM

EX TIMBER BEAM

EX 10"X10"TIMBER BEAM VIF

EX TIMBER BEAM

E X

T

IM

B E

R B

E A

M

E X

T

IM

B E

R B

E A

M

EX 2x12's AT 12" OC

OPEN AT DROP

BOX

S3

S3

PROVIDE ELECTRICAL

WIRING FOR 12 VOLT

SWITCH TO BE LOCATED

NEAR OPERATOR STAND

ON MAIN FLOOR.

PROVIDE SWITCH TO

OPEN / CLOSE SLIDE

GATE

EXISTING BATTERY BOX

ON MAIN FLOOR

NEW 10X10 TIMBER SHALL HAVE BANDE

SAW BLADE MARKS ON MEMBER FOR

THE HISTORIC APPEARANCE

1 2

A

B

C

D

E

B.9

S2

S2

S2

(REF)

13' - 3"

(R E

F

(R E

F

(R E

F

(R E

F

(R E

F

8"

1'-0" MAT FOUNDATION

SLAB WITH #5 AT 12" OC

EACH WAY TOP AND

BOTTOM

1'-0" THICK

REINFORCED

CONCRETE WALL,

TYP

85' - 6 1/2"

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

EXIS

LU

M N

6' - 7" 2' - 9 1/4"

2' - 9 1/2" 1' - 0"

6"

TYP

S2

S2

8' - 0 3/4"

WALL FOR FLUTTER

WHEEL WILL BEAR ON

BEDROCK (TYP)

P L U R I B U

E S U N U M

C I R C U M S P I C E

SI QU EREI S P E N I NSULAM AMOENAM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

FILE NO.

751/20208.ABG

INDEX NO. CONTRACT NO.

0.5"0.0" 1.0" 2.0"1.5"

SHEET No.

JOB No.DRAWN BY

DESIGNED BY

APPROVED BY

PROJECT DESCRIPTION

SHEET DESCRIPTION

(989) 894-4300

714 East Midland Street

Bay City, Michigan 48706 www.macmillanassociates.com

CONSULTING ENGINEERS

MacMILLAN ASSOCIATES

Since 1963

HISTORIC MILL CREEK SAWMILL

RENOVATIONS

MACKINAC STATE HISTORIC PARKS

MACKINAW CITY, MICHIGAN

C

U s e rs

\s h o c k m a n \D o c u m e n ts

\2 -0

H is to ri c M ill C re e k S a w

M ill

S tr u c t v s h o c k m a n H

N D

U R

.r v t

/5

/2

:2 :3

P

M 2022-01079SAH

S1

FOUNDATION AND FRAMING

PLANS

BM

JAG

NORTH

1/4" = 1'-0"

SLUICEWAY FRAMING PLAN

NORTH

1/4" = 1'-0"

FLOOR FRAMING PLAN

NORTH

1/4" = 1'-0"

FOUNDATION PLAN

KEYED NOTES

REMOVE AND REPLACE EXISTING EXTERIOR

FLOOR FRAMING BEAM.

REMOVE AND REPLACE EXISTING 4x4 X-BRACING.

REMOVE AND REPLACE CRACKED SLUICEWAY

BOTTOM BOARD AT THIS LOCATION.

FINISH FLOOR ELEVATION = 100'-0"

REV. DESCRIPTION BY DATE

ISSUED FOR BIDS MAI 09-06-24

APPROXIMATE BOTTOM OF SLUICEWAY = 93'-9 1/2"

B

EXISTING TIMBER BEAM,

SEE PLAN

T.O. CONCRETE

WALL

REINSTALLED

FLUTTER WHEEL

PILLOW BEARING

REINSTALLED

FLUTTER WHEEL

PILLOW BEARING

REINSTALLED

FLUTTER WHEEL

ATTACH REINSTALLED FLUTTER

WHEEL TO CONCRETE WALL WITH

(2) 3/4" DIAMETER ANCHOR ROD

WITH HEAVY HEX NUT EMBED, TACK

WELDED WITH 12" EMBEDMENT AND

4" PROJECTION, 9 GAUGE OF

ANCHOR RODS, VERIFY GAUGE

WITH RELOCATED FLUTTER WHEEL

PILLOW BEARING HOLES

100' - 0"

FIN FLR

#5 AT 12" OC EACH

WAY, EACH FACE

CONCRETE WALLS

2x12 TONGUE AND

GROOVE CLADDING

2x12 TONGUE AND

GROOVE CLADDING

2x4 FURRING STRIPS

87' - 4"

ATTACH WALL FOUNDATION TO

EXISTING BEDROCK WITH 1"

DIAMETER R1H HOLLOW CORE

"SPIN-LOCK" CONCRETE

ANCHOR AT 2'-0" OC, SEE NOTES

ON COVER SHEET FOR MORE

INFORMATION

86' - 6 1/2"

T.O. FOOTING

6X6 POST ATTACH WITH

SIMPSON STRONG TIE

SDWS TIMBER SCREW

x8" AT 2'-0" OC, TYP

10 3/4" 2' - 3" 2' - 3" 2' - 3" 10 3/4"

EXISTING TIMBER

COLUMN

EXISTING TIMBER KNEE

BRACE

EXISTING TIMBER BEAM,

SEE PLAN

EXISTING TIMBER BEAM,

SEE PLAN

EXISTING TIMBER BEAM,

SEE PLAN

EXISTING 2x12's, SEE

PLAN

NEW SLUICEWAY 2x12

TONGUE AND GROOVE

FRAMING

EXISTING TIMBER

COLUMN

1' - 1 1/2" 9" 11"

ATTACH REINSTALLED FLUTTER

WHEEL TO CONCRETE WALL WITH

(2) 3/4" DIAMETER ANCHOR ROD

WITH HEAVY HEX NUT EMBED, TACK

WELDED WITH 12" EMBEDMENT AND

4" PROJECTION, 9 GAUGE OF

ANCHOR RODS, VERIFY GAUGE

WITH RELOCATED FLUTTER WHEEL

PILLOW BEARING HOLES

RELOCATED FLUTTER

WHEEL AND PILLOW

BEARING

100' - 0"

T.O. FOOTING

FIN FLR

87' - 4"

T.O. CONCRETE

WALL

MAT FOOTING, SEE PLAN

88' - 10 1/8"

T.O. EX PIER

2x12 TONGUE AND GROOVE

CLADDING ATTACHED TO

EACH 2X4 FURRING STRIP

WITH (1)10d NAIL THRU THE

TONGUE, TYP

2x4 FURRING STRIPS, SEE

PLAN FOR LOCATION AND

ATTACHED TO CONCRETE

WALL WITH 1/4"x2"x3/4"

STAINLESS STEEL AT

12" OC, TYP

86' - 6 1/2"

CENTERLINE OF

EXISTING FLUTTER

WHEEL

87' - 10"

COVER MAT

FOUNDATION WITH

RIP RAP STONE

3' - 0" 2' - 4"

4X4 BEAM

42" W x 6" H OPENING IN

CONCRETE WALL ALIGNED

WITH FLUTTER WHEEL

CENTER ON WALL

REINSTALLED FLUTTER WHEEL

SLIDE GATE

ATTACH MAT SLAB FOUNDATION

TO EXISTING BEDROCK

EXISTING SLUICEWAY

FRAMING

EXISTING TIMBER

BEAM, SEE PLAN

EXISTING TIMBER

BEAM, SEE PLAN

EXISTING 2x12's

100' - 0"

FIN FLR

87' - 4"

T.O. CONCRETE

WALL

T.O. FOOTING

#5 AT 12" OC EACH

WAY, EACH FACE

C L R

C L R

#5 AT 12" OC EACH

WAY, EACH FACE

6"

MAT FOOTING, SEE PLAN

PVC WATERSTOP

ALL (4) SIDES

DOWEL VERTICAL BARS

INTO MAT SLAB, TYP

EXISTING SLUICEWAY

BOTTOM FRAMING

NEW 1/2" EXTERIOR

GRADE PLYWOOD

NAIL EXISTING 2x12 TO SILL

PLATE WITH 16D NAIL AT 6" OC

PRESSURE TREATED 2x12

PLATE WITH 1/2" DIAMETER

ANCHOR ROD x 8" + 2" HOOK AT

16" OC

TERMINATION BAR WITH

FASTENERS BY MEMBRANE

SUPPLIER

NEW FULLY ADHERE

60 MIL DURO-TUFF

MEMBRANE

8"

2x12 TONGUE AND

GROOVE CLADDING

6x6 WOOD TIMBER POST

ATTACH WITH SIMPSON

STRONG TIE SDWS TIMBER

SCREW x8" AT 2'-0" OC, TYP

#5 AT 12" OC

EACH WAY

COUNTERCLOCK WISE

DIRECTION OF FLUTTER

WHEEL

86' - 6 1/2"

1/2"3' - 9 1/2"2' - 9 1/4"

8' - 0 3/4"

2' - 1 1/2"

2' - 10"

(3) #5 TOP AND BOTTOM

WITH #3 TIES AT 12" OC

10X10 TIMBER WITH 1/2" ANCHOR

ROD x1'-4" LG +2" HOOK AT 2'-0" OC

89' - 4"

93' - 6"

T.O. CONC

SEE CIVIL

DRAWINGS

4X4 BEAM

(2) #5 TOP AND BOTTOM

WITH #3 TIES AT 12" OC

B

ATTACH WALL FOUNDATION TO

EXISTING BEDROCK WITH 1"

DIAMETER R1H HOLLOW CORE

"SPIN-LOCK" CONCRETE

ANCHOR AT 2'-0" OC, SEE NOTES

ON COVER SHEET FOR MORE

INFORMATION

EXISTING TIMBER BEAM,

SEE PLAN

100' - 0"

FIN FLR

MAT FOOTING, SEE PLAN

#5 AT 12" OC EACH

WAY, EACH FACE

C L R

C L R

DOWEL VERTICAL

BARS INTO FOOTING,

TYP

PVC WATERSTOP

ALL (4) SIDES

2x12 TONGUE AND

GROOVE CLADDING

2x12 TONGUE AND

GROOVE CLADDING

86' - 6 1/2"

T.O. FOOTING

5' - 7"

4" PVC PIPE WITH

DRAIN CAP

98' - 3 1/2"

T.O. CONC

4X4 BEAM

2X12 PRESSURE TREATED

SILL PLATE WITH 1/2"

DIAMETER ANCHOR ROD

x12" + 2" HOOK AT 16" OC

1 2

RELOCATED FLUTTER

WHEEL

B.O. FOOTING

MAT FOOTING, SEE PLAN

2x12 TONGUE AND

GROOVE CLADDING

6x6 WOOD TIMBER

POST

T.O. CONCRETE

WALL

2x4 FURRING STRIPS, SEE

PLAN FOR LOCATION AND

ATTACHED TO CONCRETE

WALL WITH 1/4"x2"x3/4"

STAINLESS STEEL AT

12" OC, TYP

86' - 6 1/2"

87' - 4"

10x10 WOOD TIMBER

2' - 2 1/2"2' - 2 1/2"

P L U R I B U

E S U N U M

C I R C U M S P I C E

SI QU EREI S P E N I NSULAM AMOENAM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

FILE NO.

751/20208.ABG

INDEX NO. CONTRACT NO.

0.5"0.0" 1.0" 2.0"1.5"

SHEET No.

JOB No.DRAWN BY

DESIGNED BY

APPROVED BY

PROJECT DESCRIPTION

SHEET DESCRIPTION

(989) 894-4300

714 East Midland Street

Bay City, Michigan 48706 www.macmillanassociates.com

CONSULTING ENGINEERS

MacMILLAN ASSOCIATES

Since 1963

HISTORIC MILL CREEK SAWMILL

RENOVATIONS

MACKINAC STATE HISTORIC PARKS

MACKINAW CITY, MICHIGAN

C

U s e rs

\s h o c k m a n \D o c u m e n ts

\2 -0

H is to ri c M ill C re e k S a w

M ill

S tr u c t v s h o c k m a n H

N D

U R

.r v t

/5

/2

:2 :3

P

M 2022-01079SAH

S2

FRAMING SECTIONS AND

DETAILS

BM

JAG

1/2" = 1'-0"S2

5 WEST DROP BOX SECTION

1/2" = 1'-0"S2

1 NORTH DROP BOX ELEVATION (LOOKING SOUTH)

1/2" = 1'-0"S2

3 SOUTH DROP BOX SECTION

REV. DESCRIPTION BY DATE

ISSUED FOR BIDS MAI 09-06-24

1/2" = 1'-0"S2

4 WEST DROP BOX SECTION (THRU SLUICEWAY)

1/2" = 1'-0"S2

2 SOUTH DROP BOX ELEVATION (LOOKING NORTH)

COUNTER FLASHING

TERMINATION BAR WITH

FASTENERS BY MEMBRANE

SUPPLIER

PRESSURE TREATED 1x'S

TO COVER FLASHING AS

REQUIRED

EXISTING SLUICEWAY

FRAMING

NEW 1/2" EXTERIOR GRADE

PLYWOOD

NEW FULLY ADERE 60 MIL

DURO-TUFF MEMBRANE

EXISTING SLUICEWAY

COLREMOVE AND REINSTALL

EXISTING VERTICAL SIDING

AND FLOORING AS REQUIRED

TO REPLACE EXISTING

10"x10" BEAM

REMOVE AND REPLACE

EXISTING DETERIORATED

BEAM (10"x10" BEAM, VIF)

EXISTING 1/2" PLATE WITH

(6) 3/4" DIA x8" LAG SCREWS

TO BE REMOVED AND

REINSTALLED

EXISTING HSS KNEE BRACE

TO BE REMOVED AND

REINSTALLED AFTER NEW

BEAM IS IN PLACE

EXISTING (3) 3/4" DIA THRU

BOLTS TO BE REMOVED AND

REPLACED AFTER NEW BEAM

IS INSTALLED

EXISTING HSS6x6 COLUMN

WITH WOOD ENCASEMENT

TO REMAIN (HSS COLUMN

WITH WOOD ENCASEMENT

APPROX 9 1/4" x 9 1/4")

EXISTING SLUICEWAY

EXISTING POST (TO REMAIN)

EXISTING 4x4 X-BRACING TO

BE REMOVED AND REPLACED

(1) 1/2" DIA x3" LAG SCREW

(1) 1/2" DIA x6" LAG SCREW

EACH END

NOTCH ONE 4x4 AT CENTER

FOR LAP OF X-BRACING

C EXISTING POSTL C EXISTING POSTL

EXISTING SLUICEWAY

FRAMING (TYP)

EXISTING SLUICEWAY (TYP)

NEW 1/4"x2" TERMINATION BAR

NEW 1/2" EXTERIOR GRADE

PLYWOOD

NEW 1/2" EXTERIOR

GRADE PLYWOOD

REINFORCED

MEMBRANE AT THE

CORNERS

REINFORCED

MEMBRANE AT THE

CORNERS

NEW FULLY ADERE

60 MIL DURO-TUFF

MEMBRANE

S3

P L U R I B U

E S U N U M

C I R C U M S P I C E

SI QU EREI S P E N I NSULAM AMOENAM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

FILE NO.

751/20208.ABG

INDEX NO. CONTRACT NO.

0.5"0.0" 1.0" 2.0"1.5"

SHEET No.

JOB No.DRAWN BY

DESIGNED BY

APPROVED BY

PROJECT DESCRIPTION

SHEET DESCRIPTION

(989) 894-4300

714 East Midland Street

Bay City, Michigan 48706 www.macmillanassociates.com

CONSULTING ENGINEERS

MacMILLAN ASSOCIATES

Since 1963

HISTORIC MILL CREEK SAWMILL

RENOVATIONS

MACKINAC STATE HISTORIC PARKS

MACKINAW CITY, MICHIGAN

C

U s e rs

\s h o c k m a n \D o c u m e n ts

\2 -0

H is to ri c M ill C re e k S a w

M ill

S tr u c t v s h o c k m a n H

N D

U R

.r v t

/5

/2

:2 :3

P

M 2022-01079 SAH

S3

FRAMING SECTIONS AND

DETAILS

BM

JAG

REV. DESCRIPTION BY DATE

ISSUED FOR BIDS MAI 09-06-24

3/4" = 1'-0"S3

1 TYPICAL SLUICEWAY SECTION

1 1/2" = 1'-0"S3

2 ENLARGED SLUICEWAY SECTION

3/4" = 1'-0"S3

3 EXISTING BEAM REPLACEMENT

3/4" = 1'-0"S3

4 EXISTING X-BRACE REPLACEMENT

REV. DESCRIPTION BY DATE

2/ 3/

1:

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M D

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-D

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PROJECT DESCRIPTION

SHEET DESCRIPTION

AL

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2022-01079 SHEET No.

JOB No.DRAWN BY

DESIGNED BY

APPROVED BY

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

FILE NO.

751/20208.ABG

INDEX NO. CONTRACT NO.

HISTORIC MILL CREEK SAWMILL

RENOVATIONS

MACKINAC STATE HISTORIC PARKS

MACKINAW CITY, MICHIGAN

LANTERN WHEEL /

CHANNEL GATE DETAIL SHEET

C1

DGP

DAS

The Rowe Building 540 S. Saginaw St., Flint, MI 48502

O: (810) 341-7500 F: (810) 341-7573 www.rowepsc.com

R PR

SE CO

OWE OFESSIONAL

RVICES MPANY

Suite 200

REV. DESCRIPTION BY DATE

2/ 3/

1:

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PROJECT DESCRIPTION

SHEET DESCRIPTION

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2022-01079 SHEET No.

JOB No.DRAWN BY

DESIGNED BY

APPROVED BY

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

FILE NO.

751/20208.ABG

INDEX NO. CONTRACT NO.

HISTORIC MILL CREEK SAWMILL

RENOVATIONS

MACKINAC STATE HISTORIC PARKS

MACKINAW CITY, MICHIGAN

DROP BOX GATE

DETAIL SHEET

C2

DGP

DAS

The Rowe Building 540 S. Saginaw St., Flint, MI 48502

O: (810) 341-7500 F: (810) 341-7573 www.rowepsc.com

R PR

SE CO

OWE OFESSIONAL

RVICES MPANY

Suite 200